220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

REINFORCEMENT BARS ARE REQUIRED TO HAVE                                                                                                                                                                                                                             EXTERNAL SLAB
THE TYPICAL COG DETAIL ON ALL CANTILEVERED                                                                                    SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
SLAB EDGES                                                                                                                    ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT                                                            EXPOSURE CLASSIFICATION   B2 (EXPOSED)
                                                                                                                              SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO                                                                CONCRETE STRENGTH      40 MPa
DRIP NOTCH REQUIRED ON ALL CANTILEVERED                                                                                       SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                                                           MINIMUM COVER      45 mm           LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                         LINDSAY CONSULTING PTY LTD




SLAB EDGES                                                                                                                                                                                                                                                                                                LTD


                                                                                                                                                                                                                                                                                                                                               RPEQ 4928
                                                                                                                                                                                                                                                                                       OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118

                                                                                                                                                                                                                                                                                      THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                        THE SOLE USE OF THE CLIENT. NO PART
                                                                                                         6-N16 starter bars                                                                                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                         with 800 min. lap                                                                                                                                                               PRIOR EXPRESS WRITTEN CONSENT OF
                N20 corner bars                                                                                                                                                                                                                                                             LINDSAY CONSULTING PTY LTD
              with 1000 min. lap                                                                                                          N16 @ 200 CRS top and bottom. Bottom laid first, top laid fourth.                                                                          CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                       PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                                       PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                       NO. 27 ADAMS STREET
                                                                                                                                                                                                                                                                                       SUNSHINE BEACH
                                                                                                                                                                                                              Direction of N16
                                                                                                                                                                                                              reinforcement bottom laid
                                                                                                                                             Direction of N16 reinforcement                                   first top laid fourth.
                                   N16 @ 200 CRS top and bottom. Bottom laid second, top laid third.




                                                                                                                                             bottom laid second, top laid                                     800mm min. laps.                                                       DRAWING TITLE
                                                                                                                                             third. 800mm min. laps.
                                                                                                                                                                                                                                                                                       STRUCTURAL PLAN


                                                                                                                                                                                                                                                                                     SCALES



                                                                                                                                                                                                                                                                                       0                                1            2   3        4m
                                                                                                            v   oid
                                                                                                         of
                                                                                                       Ro                                                                                                                                                                               Orig. 1:100
                                                                                                                                                                                                                     Timber pergola by others

                                                                                                                                                                                                                                                                                     SURVEY DATUM
                                                                                                            v oid
                                                                                                         of
                                                                                                       Ro                                                                                                                                                                              .
                                                                                                                                                                                                                                                                                     ASSOCIATED CONSULTANTS

                                                                                                                 id
                                                                                                              vo                                                              4-N20 BARS T & B SITUATED
                                                                                                         of
                                                                                                       Ro                                                                     OVER BLOCKWORK WALL




                N20 corner bars
              with 1000 min. lap                                                                                              RED BARS ARE 4-N20 TOP & BOTTOM.
                                                                                                                              1000 MIN. LAPS.



                                                                                                                                                                                                                                                                                     REVISION LIST
                                                                                                                                                                                                                                                                                     A BUILDER REVIEW - NOT FOR CONSTRUCTION                      19/08/22




ROOF SUSPENDED SLAB PLAN                                                                                                                                                                                                                                                            Computer File
                                                                                                                                                                                                                                                                                                                      220873FD.DWG
SCALE 1:100                                                                                                                                                                                                                                                                         DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                                                                                       22-0873-F21               21 A